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HomeMy WebLinkAboutB17-2608 026-080-0264 ' PERMIT NO: FORM NO i Butte County Department of Development Services DBP -1 PERMIT CENTER BIN NO: 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 , www.buttecounty.net/dds PLEASE PRINT CLEARLY 'RQPERTYf�OWNER;INF.ORMATION Last Name i� First Name Mailing Aq4r4ss V —� -ha rl Ziq.� —73 CcityO jecmd Email (,IN ha_wkr_N15 �A°ir Cell O m CZ J tate C Zip Zi Phone I 2 J Fax - Email ICE"USE ONLY' , , � �' � f"�."� 3r. Cell Zoning: A0 IR Flood Zone: ,C,QNTRA,,TOR Name lq lLI�nS Co i't Mailing Ad ess 11, 0 5 Mailing Address Ciry city r State Zip Ziq.� —73 Phone Fax E )moi a� Email (,IN ha_wkr_N15 �A°ir Cell O m CZ J License No. Class Zip :ARCHITECT/ENGINEER k; ...:.: Name 14 Mailing Ad ess 11, 0 5 �.s U� 5th 13 Ciry Name Statenn Ziq.� —73 Phone S Z a� Fax Email Zip Cell , CA State License No. I 2 J Email Cell APP- ANT SIGNATURE,rD IW_ ;DATE Date: ' PkInt Name , PROJE_CTzOC;QTION.. APN OZ•(o o,7 Property Address )/ Li City Locatio must n t be in the city limits Chico ridley, Oroville or Paradise, t C0. 6 . http://.qismaps.buttecounty.net/flexviewer/bcdatasearch/indexLh 'APPLIC A, Last Name Is this a Manufactured/Mobile Home (circle one) Yes / No arc c�cma First Name Name Mailing Address city State City State Zip Phone - Fax ED Proposed Change of Occupancy/Use - Note previous/current use below: - Email Cell APP- ANT SIGNATURE,rD IW_ ;DATE Date: ' PkInt Name , PROJE_CTzOC;QTION.. APN OZ•(o o,7 Property Address )/ Li City Locatio must n t be in the city limits Chico ridley, Oroville or Paradise, t C0. 6 . http://.qismaps.buttecounty.net/flexviewer/bcdatasearch/indexLh %`'t)ESCRIPTION OR'SC`OPE OFsWORK r"``_` Policy Number Carrier If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance Is this a Manufactured/Mobile Home (circle one) Yes / No arc c�cma �LENDING`'AGENCY _ r , Name Mailing Address city State Zip %`'t)ESCRIPTION OR'SC`OPE OFsWORK r"``_` D Mobile Home permits (other than installation, foundation, utilities & non-attached structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click below to see Manufactured Home Alterations and Permit Guidelines at: http:/hwvw.hcd.ca.gov/codes/mho/HCD Phone: 19161255-2501 Z Is this a Manufactured/Mobile Home (circle one) Yes / No arc c�cma JOB�VALUAT,ION `(Eritervaluesoflabor Inctuding': ,`�$ // .> mf t non-, plus aterials charge) .S 'uare,Feet.Detati'. Living Area: Garage: Open Area: Covered Area: f Structure Built without permits TOTAL SO: ED Proposed Change of Occupancy/Use - Note previous/current use below: ICE"USE ONLY' , , � �' � f"�."� 3r. Zoning: A0 IR Flood Zone: ISRA: IYES U FN04 NPDES YES U NO El (Code Enf: YES U NO 13Legal Lot: YES ❑ NO [IOccupancy Type Construction[Pait Tech: A At,, Date - -Z/ .When filed, this application and all supporting material bec subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Revised 12.19.2016 Page I of I r Butte County Department of Public Works DENNIS SCHMIDT, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 1 (530) 538 7266 Telephone (530) 538 7171 Fax National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment LESS THAN 1 ACRE Reference Number: B17-2608 Date: 10/31/2017 Location: 7040 FULTON AVE By: JMD Parcel Number: 026-080-026 Sub Type: REMODEL Owner Name: TYLER JAMES C & SHARINA D Phone: Description: REMODEL/REPAIR FIRE DAMAGED HOME (850) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Board. Signed Date 10/31/2017 Title �ltiS t . i Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES NOTICE TO BUILDERS** Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: - Make sure your application is complete. - Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY** Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the pen -nit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection maybe required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http:Hmunicilalcodes.lexisnexis.com/codesibutteco/ *"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Permit Number: B17-2608 Date: 10/31/2017 Parcel Number: 026-080-026 Location: 7040 FULTON AVE, PALERMO Phone: Owner Name: TYLER JAMES C & SHARINA D Description: REMODEL/REP FIR DAMAGED HOME (850) Signature of Applicant:I /!�:tN '' "(l — Date: 10/31/2017 004 Butte County bepartment of Development Services PERMIT CENTER �u�tmacn uwns � �A,# �% Contain honet530 38.7601ive,0 P Fax 530.538.77855965 www.buttecounty.net/dds FORM NO PLAN CHANGE �CHC OR RETURN Owner's Name: S f rC41 ti Ile r rN Contact Person Name:_ 1! mn aAA-t-i 1C- ( Y - Contact email: (�(� ^��,S Cp S f "� ` r Tt '1 C� CO WICuST� Contact Phone Number: S­Zz p `✓flZ Submitted: Permit Number: ?� Assessor's Parcel Number: -z,6 —ORD— Q r 9 COMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) P1 se check any that apply: M Response to Plan Check Letter? ❑ Response to Building Inspection Correction Notice? ❑ Is there additional square footage? ❑ Is unfinished area being in -filled or completed? ❑ Other: I . 2. 3. 4. 5. LIST OF ITEMS SUBMITTED Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: 13 Minimum $135.66 ® Additional Fee Amount Due: Revised 12.19.2016 Page 1 of 1 �1/ I/ C November 27, 2017 Department of Development Services 7 County Center Drive I T: 530.538.7601 Oroville, California 95965 F: 530.538.7785 R W Hawkins Construction Inc 1657 Aspen Lanee Paradise, CA 95969 Assessor Parcel Number: 026-080-026 Building Permit Number: B17-2608 Plan Check #1 Description: Remodel/Repair Fire Damaged Home (850) Occupancy Classification: R3/U ' Construction Type: VB Stories: 1 Fire Sprinklers: No Building Total Area: 1,665 sf / U 679 sf Covered Area: 212 sf Tim Snellings, Director Pete Calarco, Assistant buttecounty.net/dds Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are listed below. Please respond in writing to each comment. Complete and clear responses will expedite the re -check and approval of this project. Please provide two revised plan sets with your response. GENERAL COMMENTS: KClarify if the room next to the garage is a den or a bedroom. Update all plan sheets to match. R"1Svp VU -0-51 C9T V-VTT9 TD904J - cAft SCIkI -T '2 - ARCHITECTURAL COMMENTS: Amend the plans to show that the doors between the garage and dwelling unit complies with C.R.C. Section ✓ 302.5. QiV4X e2 Ebr, ' 'Izel-t 'IFr Z 'C*° -6r.1; t , /OLk-> f" lls. _ A. Doors shall be solid wood doors not less than 13/8 inches in thickness, solid or honeycomb core steel doors not less than 13/8 inches thick, or 20 -minute fire rated doors. B. Doors shall be self-closing and self -latching. Amend the plans to indicate that the floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbent surface and such wall surfaces shall extend to a height of not less than 6 feet above the flR C. Section R307.2. Amend the plans to indicate the window in the bathroom within 60" of the shower to be tempered. C.R.C. Section R308.4. Ca;;fk c�ttg,;- 2 F-sra.. ,PMIAifJ ?ii4%10. POM Aer MksTgK WI►•0 oaa - Amend the plans to indicate the following for stairways. C.R.C. Section R311.7. A. Minimum 36 inches in clear width. C.R.C. Section R311.7.1. B. Stair riser height'shall be not more than 7.75 inches. C.R.C. Section R311.7.5.1. C. Stair tread depth shall not be less than 10 inches minimum. C.R.C. Section R311.7.5.2. e. ,�swSsil" 2 1rb•r�. �c�Q '-CJS �T �'I6�S Ate- M M . D. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or ✓ more risers. C.R.C. Section R311.7.8 Fier SVft UrVt f" IW% 41"OKMOO. I pa PO r ' d%aY 'Irl�P&TOn w Ott 4, cam. "&tt cuSfts- `� ' Add a note on the plans that lots shall be graded to drain surface water away from foundation walls. The grade ,all lOm f 6 ' s within the first 0�eet, 5%. C.R.-C. Section R401.3. Y � �aVt - Amend the plans to provide'access to -all under -floor space. C.R.C. Section R408.4. A. Access thru the floor shall be a minimum of 18 inches by 24 inches. Caft Fe-a'a= 0 O* J O &T B. Access thru a perimeter wall shall be not less than 16 inches by 24 inches. G•P��� \ 1�Ci`t o (� Amend the plans to show how the required 1 inch clearance is maintained'between tt e�ation� • roof sheathing and at the location of the vent. C.R.C. Section R806.3. 440- P*AJl"t.'O ' Sn-ftt.t., II tjl Provide an attic access. Minimum size 22 inches by 30 inches C.R.C.- Section R807.1. y� �i4S'R►►�o PetTLc. AC�,S' �-Oth'f1�J otU T. �„ , ELECTRICAL COMMENTS: end the plans to specify a dedicated 20 -amp branch circuit shall be provided to supply the laundry receptacle outlet(s). CEC Articles 210.11(C)(2). (this circuit shall have no other outlets) PLUMBING COMMENTS: (i> Amend the plans that no water closet or bidet shall be set closer than 15 inches from its center to a sidewall or obstruction nor closer than 30 inches center to center to a similar fixture. C.P.C. Section 402.5. Seems the new toilet does not meet this. COUQ�. Cy( � -L " ^VVW tM 0 C ext C// h% 64wW#- r per 12. Provide a gas line diagram for the new proposed gas line. Include the pipe type, size, length from source to each appliance, and BTU's of each appliance. See CPC Figure 1216.2(1) foi example 4�&& P'CMSA? • & Pct. LI %. • ?t, ".J A<rV% j T2>. T ft&:r 1• ENERGY COMMENTS: Upp,date the CHR form to indicate ceilingg_W�sulation to be minimum R38 per Table 150.1-A. K`ly 1 S 10ILV4vr 14at�;, p VID'P l0 GMil• e=" /' 7ynr-ME QOGtJ ww�• ##J/ ISO. t- t % ' -00- 0it-W Gti'XLTav v1 it m r wide no es to specify- that systems using gas or propane water heaters for individual dwelling units shall include the following requirements of Section 110.0(b)1 Section 110.0(b)1.150.0(n)1: A. A 120V electrical receptacle that is within 3 feet from the w tehhe an leto the water healer ✓ •with no obstructions; and coft PIT M%Mv Z B. A Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the �,,► space where the water heater is installed; and C. A condensate drain that is no more than 2 inches higher than the base of the installed water heater, and �• allows natural draining without pump assistance; and D. Gas supply line with a capacity of at least 200,000 Btu/hr. CALGREENCOMMENTS:c� ��� �� Ll� ,L.rl`�' la�b'(15.1P�n1 ��• ,. �t�' 15. Please provide a Construction Waste Management form. CalGreen Section 4.408. &*T7Nc&TVr2, f'C, Pkv 10 L Update erosion control notes to state erosion control plan shall be in place during construction, not just during raining season. CalGreen Section 4.106.2. 1 , 0(0,44 VDOSt,-ro C & J11OL- I—,Vw 0,1,-, 4* -*T STRUCTURAL COMMENTS: . Please indicate on the plans where the shear walls in�diicat in th she e r edule on sheet 2 occur. Detail 4/D1 indicates a single top plate supporting the roof rafters. Please verify the single top plate is adequate or specify studs directly under each rafter. Please also specify shear and uplift connections on this / detail. P-6Vl� C)"-Aq% . 4/ M W Lj* 2Tb -r Pi pil" . t Please specify how the all -thread for the deck tension ties will be installed in the existing concrete stemwall on detail 7/D1. -Specify speci 1 inspection if required. 'i w1 T4 O'ccTMM:> The Department of Development Services is currently open to the public from 8:00 am to 4:00 pm. If you wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at the address below. Permit status can be tracked by logging on to http://www.buttecounty.net/dds and clicking Building Permits Status. { Efrain Ruvalcaba , Philo Hunt, P.E. Plans Examiner Plan Check Engineer 530.538.2875 530.538.2130 eruvalcaba(cDbuttecount�net phunt(a)buttecounty.net ary@ghachico.com , From: Donna <donna791 @pacbell.net> Sent: Monday, December 4, 2017 3:40 PM To: Gary Hawkins Subject: Sharina Tyler R-19 Roof Insulation Attachments: Section 150.2.pdf, Section 150.0 Roof Insulation.pdf Hi Gary, As stated previously, Standards Table 150.1-A is a Prescriptive Compliance Method for new residential buildings. In Climate Zone 11, the prescriptive roof requirements for a new residence include: R-6 or R-8 near the rafter level, R-38 at the ceiling, and a radiant barrier. Alterations to existing low-rise residential buildings must comply with Standards Section 150.2. The first three pages of this Section are attached. At the bottom of page 260 (second page) of that attachment, it reads that the altered component (in this case, roof insulation), must meet the requirements of Section 150.0(a). Standards Section 150.0(a) is attached. The exception to Section 150.0(a)1 reads "Ceilings and rafter roofs in an alteration shall be insulated to achieve a weighted average U -factor not exceeding 0.54 or shall be insulated between wood -framing members with insulation resulting in an installed thermal resistance of R-19 or greater." Please contact me if you need more information. Donna'Wallace 893-4982 I .l 1 0 2016 Building Energy, Efficiency Standards r Page 233 SUBCHAPTER,7 LOW-RISE RESIDENTIAL .BUILDINGS =`MANDATORY " FEATURES.. AND DEVICES 4 - 71 • , SECTION.150.0 - MANDATORY FEATURESAND DEVICES Low-rise residential buildings shall comply with the applicable requirements of Sections 150(a) through 150.0(r). NOTE: The requirements of Sections 150.0(a) through 150.0(r) apply,to newly constructed buildings. 'Sections —=� 150.2(a) and 150.2(b) specify which requirements of Sections 150.0(a) through 150.0(r) also apply to additions or alterations. f (a) Ceiling and Rafter Roof Insulation. The opaque portions of ceilings and roofs separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of Items 1 through 3 below:': 'I. Shall be insulated to achieve a weighted average U -factor not. exceeding U-0.043 or shall be insulated between wood -framing members with insulation resulting in an installed thermal resistance of R-22 or greater for the insulation alone. For vented attics, the mandatory insulation shall be installed at the ceiling level; for unvented attics, the mandatory insulation shall be placed at either ceiling or.roof level; and EXCEPTION to Section 150.0(a)1: Ceilings and rafter roofs in an alteration shall be insulated to achieve a weighted average U -factor not exceeding 0.054 or shall be insulated between wood -framing members with' !! insulation resulting in an installed therinal resistance of R-19;or greater'. , 2. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air, leakage; and 3- - Insulation shall be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in Section .110.7, including but not limited to placing insulation ` either above or below the roof deck or on top of a drywall ceiling.. t (b) Loose -fill Insulation.,When loose -fill insulation is'installed, the minimum installed weight per square foot shall conform with the insulation manufacturer's installed design weight per square foot at the manufacturer's labeled R -value. y 4 „ (c) Wall Insulation. Opaque portions of above grade walls separating conditioned spaces from unconditioned spaces or ambient air shall meet the requirements of Items 1, 2; 3�and 4 below: K , 1.. 2x4 inch framing shall have an overall assembly U -factor not exceeding U-0.1.02; equivalent to an installed R -value of 13 in a wood framed assembly: EXCEPTION to Section 150.0(c)1: Existing walls already insulated to a U -factor not exceeding U-0:110 or already insulated between framing members with insulation having an installed thermal resistance of R- 11 or greater: �• s , 2. 2x6 inch or greater framing shall have an overall assembly U -factor not exceeding U-0.074 or an installed R -value of 19 in a wood framed assembly-' 3. Opaque non -framed assemblies shall have an overall assembly U -factor_ not exceeding U-0.102, equivalent .., to an installed R -value of 13 in a wood framed assembly. 4. Bay or Bow Window roofs and floors shall be insulated -to meet the wall insulation requirements of TABLE . 150.1''-A. t (d) Raised -floor Insulation. Raised floors separating conditioned pace from unconditioned space or ambient air shall have an overall assembly U -factor not exceeding U -0.037r aninstalled R -value of 19 or greater in a wood framed assembly, t' - SECTION 150.0 - MANDATORYFEATURES AND DEVICES x �r - •' 'ti ,� ••,*~ .! ♦•• it 7 �y� 2016 Building Energy Efficiency Standards Page 259 SUBCHAPTER 9 ; . LOW-RISE RESIDENTIALBUILDINGS- ADDITIONS_ . ti ` . , SAND ALTERATIONS TO EXISTING LOW-RISE' ' RESIDENTIAL BUILDINGS., . SECTION 150.2 - ENERGY EFFICIENCY STANDARDS FOR ADDITIONS ; AND ALTERATIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS (a) Additions. Additions to existing low-rise residential buildings shall meet the requirements of Sections 110.0 through 110.9, Sections 150.0(a) through (q), and either Section 150.2(a)l or 2. 'EXCEPTION 1 to Section 150.2(a): Additions 1,000 square feet or less are exempt from the ASHRAE �. , • Standard 62.2 Section 4 requirements to provide whole -building ventilation airflow as referenced by Section 150.0(o), however all other applicable requirements of ASHRAE Standard 62.2 as referenced by Section " 150.0(o) shall be met by the addition. .. EXCEPTION 2 to Section 150.2(a): Additions of 300 square feet or less are exempt from the roofing - , requirements of Section 150.1(c)11. r - EXCEPTION 3 to Section 150,2(a): Existing inaccessible piping shall not require insulation as defined under; Section 150.00)2Aiii. EXCEPTION 4 to Section 150.2(a): Space -Conditioning System: When heating or cooling will be extended to an addition from the existing system(s), the existing heating and cooling equipment need not comply with Part 6. The heating system capacity must be adequate to meet the minimum requirements of CBC Section 1204.1. ' r ^ EXCEPTION 5 to Section 150.2(a): Space -Conditioning System Ducts. When ducts are extended from an r , ' existing duct system to serve the addition, the existing duct system and the extended ducts shall meet the • applicable requirements specified in Section 150.2(b)1D." 4 EXCEPTION 6 to Section 150.2(a): Additions 1,0.00 square feet or less are exempt from the Ventilation ' Cooling requirements of Section 150.1(c)12. ` a ` a •{ NOTE: For alterations that change the occupancy classification of the building, the requirements specified in t Section 150.2(b) apply to the occupancy after the alterations. w ` },1. . Prescriptive approach. Additions to existing buildings shall meet the following additional requirements: - " A' Additions that are greater than�700 square feet shall meet the prescriptive requirements of Section ' 150.1(c), except: , i.+ Extensions of existing wood=framed walls may retain the dimensions of the existing walls and' shall install cavity insulation of R-15 in a 2x4 framing and R-19 in a 2x6 framing., f , ii. The maximum allowed fenestration area shall be the greater of 175 square feet or 20 percent of the addition floor area, and the maximum allowed west -facing fenestration area shall be the greater of - •'70 square feet or the requirements of Section 150.1(c). . Additions that are 700 square feet or less shall meet all the requirements of Section 150.1(c) except:" ; r ^i: Roof and Ceiling insulation shall meet the requirement of Section 150.0; and' ii. Extensions of existing wood -framed walls may retain the dimensions of the existing walls and , shall install cavity insulation of R-15 in a 2x4 framing and R-19 in a 2x6 framing; and ti SECTION 150.2 — ENERGYEFFICIENCYSTANDARDS FOR ADDITIONSAND ALTERATIONS TO EXISTING." LOW-RISE RESIDENTIAL B UILDINGS '' Page 260 x ; ;, 2016 Building Energy Efficiency Standards A % - • 1 f iii. In Climate Zones 2, 4 and 6-16; the maximum allowed west=facing fenestration area shall not be . greater than 60 square feet; and shall also comply'with either'a or b below: a. ' For additions that are 700squarefeet or less but greater than 400 square feet, the maximum allowed fenestration area limit is the greater of 120 square feet or 25 percent of the conditioned floor area of the addition; or j �; ` r' b.. For additions that are 400 square feet or less, the maximum allowed fenestration area is the " 'greater of 75, square feet or 30 percent of the conditioned floor area of the addition. C. Additions larger than 1,000 square feet shall meet the ASHRAE Standard 62.2 Section 4 requirement to provide whole -building ventilation airflow. The whole -building ventilation airflow rate shall be based ` on the conditioned floor area of the entire dwelling unit comprised of the existing dwelling conditioned floor area plus the addition conditioned floor area. D. Water Heater. When a second water heater is installed as part of the addition, one of the following types of water heaters shall be installed and assumed to comply: ' + • i. A natural gas or propane water -heating system that meets'the requirements of Sectionl50.l(c)8; or ii. If no natural gas is connected to the building, -an electric water heater that has an energy factor equal to or greater than required under the Appliance Efficiency Regulations. For recirculation' distribution systems, only Demand Recirculation Systems with manual control punrips as specified in the Reference Appendix RA4.4 shall be used; or ' iii: A water -heating system determined by the Executive Director to use no more energy than the one specified in Item 1 above; or if no natural gas is connected to the building, a water -heating system determined by the Executive Director. to use no more energy than the. one specified in- Item 2 . above; or , iv.."' Using the existing building plus addition compliance or addition alone compliance as defined in i Section 150.2(a)2 demonstrate that the proposed water heating system uses no more energy than Pe system defined in Item 1 above regardless of the type or number of water heaters installed. 2: Performance approach. Performance calculations shall meet the requirements of Section I50.1(a) through • (c); pursuant to the applicable requirements in'Items A, B, and C below. ,T A. For additions alone. The addition complies if the addition alone meets the energy budgets as specified in Section 150.1(b). B. Existing plus alteration plus addition. The standard design for existing plus alteration plus addition energy use is the combination of the existing building's unaltered components to remain; existing building altered components that are the more efficient, in TDV energy, of either the existing conditions or the requirements of Section 150.2(b)2; plus the proposed addition's energy use meeting the requirements of Section 150.2(a)1. The proposed design energy use is the combination of the existing building's unaltered components to remain and the altered components' energy features, plus the proposed energy features of the addition. 4 f EXCEPTION to Section 150.2(a)2B: Existing structures with'a minimum R-11 insulation in framed walls showing compliance with Section 1 50.2(a)2 are exempt from showing compliance with Section • 150.0(c). + C. Additions larger.than 1,000 square feet shall meet the ASHRAE Standard 62.2 Section 4 requirement to . provide whole -building ventilation airflow. The whole -building ventilation airflow rate shall be based on the conditioned floor area of the entire dwelling unit comprised of the existing dwelling conditioned J floor area plus the addition conditioned floor area. (b) Alterations. Alterations to existing low-rise residential buildings or alterations in conjunction with a change in building occupancy to a low-rise residential occupancy shall meet either Item 1 or 2 below. a 1. Prescriptive approach. The altered component and any newly installed equipment serving the alteration shall meet the applicable requirements of Sections 110.0 through 110.9 and all applicable requirements of Section 150.0(a) through (m), Section 150.0(o) through (q); and SECTION 150.2 =ENERGYEFFICIENCYSTANDARDS FOR ADDITIONSAND ALTERATIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS"( r s ' `, `•' V5 h• 2016 Building Energy Efficiency Standards ` Page 261 A. Fenestration. Alterations that add vertical'fenestration and skylight area shall -meet the total fenestration area and west facing fenestration area, U -factor, and Solar Heat Gain_ Coefficient requirements of Section 150.1(6) and TABLE 150.1-A. f , ►' EXCEPTION 1 to Section 150.2(b)lAc Alterations that add fenestration area of up to 75 square feet , shall not be required to meet the total fenestration area and west -facing fenestration area requirements , - of Sections 150.1(c)3B and C. - EXCEPTION . EXCEPTION 2 to Section 150.2(b)IA: Alterations that add up to 16 square feet of new'skylight area „ �r with a maximum U -factor of 0.55 and a maximum SHGC of 0.30 area shall not be required to.meet the total fenestration area and west -facing fenestration area requirements of Sections 150.1(c)3B and C. B.- Replacement Fenestration. Replacement of fenestration, where existing fenestration area a in an existing wall or roof is replaced with a new manufactured fenestration product and up to the total ` fenestration area removed in the existing wall or roof, the replaced fenestration shall meet the U -factor and Solar Heat Gain Coefficient requirements of Sections 150.1(c)3A, and 150.1(6)4. ' EXCEPTION Lto Section 150.2(b)1B: Replacement of vertical fenestration no greater than 75 square feet with a U -factor no greater than 0.40 in Climate Zones 1716, and a SHGC value no greaterrthan 0.35 in Climate Zones 2, 4, and 6-16. r EXCEPTION 2 to Section 150.2(b)1B: Replaced skylights must meet a U -factor no gieater than 0.55, , ? and a SHGC value no greater than 0.30. u ' R NOTE: Glass replaced in an existing sash and frame or replacement of sashes in an existing frame are considered repairs. .. r - r r c C. Entirely New or Complete Replacement Space -Conditioning Systems installed as part of an �. . alteration, shall include all the system heating or cooling equipment, including but not limited to , -condensing unit and cooling or heating coil for split systems; or complete replacement of a package unit; plus entirely new or replacement duct system (Section 150.2(b)1Diia); plus anew or replacement aii handler. k .,, Entirely New or complete replacement space -conditioning systems shall: {11 i. Meet the requirements of Sections 150.0(h), 150.0(i), 150.00)2; 150.06)3, 150.0(6i)l through . 150.0(m)13, 150.1(6)6, 150.1(6)7,.150.1(6)10 and Table 150.2-A; and ii.. Be limited to natural gas, liquefied petroleum gas; or the existing fuel type unless it can be demonstrated thattheTDV energy`use of the new system is more efficient than the'existing ! system. • , ' t D. Altered Duct Systems - Duct Sealing: In all Climate Zones, when more than 40 feet of new or replacement space -conditioning system ducts are installed, the ducts shall comply with the applicable. " requirements of subsections i and ii below 1 1 _ i New ducts located in unconditioned space shall meet the applicable requirements of Sections . 150.0(m)1 through 150.0(m)11','and the duct insulation requirements of TABLE 150.2-A, and i TABLE 150.2-A DUCT INSULA TIONR-VALUE i Climate Zone, I through 10, 12&13 ti-� '' 11, 14 through 16 Duct R -Value • R-6 R R-8 ii. The altered duct system, regardless of location, shall be sealed as confirmed through field verification and diagnostic testing in accordance with all applicable procedures for duct sealing of , altered existing duct systems as specified in the Reference Residential Appendix RA3.1, utilizing the leakage compliance criteria specified in Reference Residential Appendix TABLE RA3.1-2; and `�• conforming to either Subsection a or li below:. a., 'Entirely New or Complete Replacement Duct System. If the new ducts form an entirely' new or replacement duct system directly connected to the air handler, the measured duct leakage shall be equal to or less than 5 percent of the system air handler airflow as confirmed , SECTION 150.2 — ENERGY EFFICIENCY STANDARDS FOR ADDITIONS AND ALTERATIONS TO EXISTING r LO W -RISE RESIDENTML BUILDINGS " ' 040 ' VL- TD -W ]BUTTE COUNTY OCT 312017 DEVELOPMENT SERVICES o4 0 V* PERMIT # BUTTE COUNTY' DEVELOPMENT SERVICES RE\ E) FOR CODE COMPLIANCE DATE- va G z_ �v111fL+.l�e K �® i IA �� I.o x'31 NG9 PCA LAA, Ll;kO V r)mk ' • 4 0 � y Lwo 0 • _ VV ",- MM? PWFA ke ♦ R f q,�2u FLY 1Y�ugs 5 GARY HAWKI NS A Fz:? C F-1 I T E C T (530) 892-2700 3045 Ceres Avenue, Suite 135 Fax (530) 893-0532 Chico, CA 95973 info@ghachico.com October 26, 2017 BUTTE COUNTY Butte County Building Division OCT 31 2017 7 County Center Drive DEVELOPMENT Oroville, CA 95965-3397 SERVICES RE: Sharina Tyler 8)7-d609 7040 Fulton Ave Palermo, CA 95968 GHA Job#: 17-091 AP#: 026-080-026-000 I have reviewed the truss engineering from Systems Plus for the above-mentioned project I have found that the submitted_ information correctly depicts the loading and design requirements. While these documents have been reviewed to verify compliance with structural criteria, it shall be noted that the verification of exact truss dimensions is beyond the scope of our review and shall be the responsibility of others. If you have any questions, please feel free to contact my office. S c rely, Gary Ha , 'ns Architect Systems Plus Lumber 1800 S. Barney Rd. Anderson, CA 96007 (530) 378-6800 (530) 365-5903 fax Trusses & Pre Manufactured Wall Panels systplus@systplus. Com www.systplus.com BUTTE COUNTY INSPECTION AGENCY Timber Products Inspection, Inc. OCT 312017 105 S.E. 124hAvenue Vancouver, WA 98684 DEVELOPMENT Tel: (360) 449-3138 SERVICES Fax: (360) 449-3953 &7-aGo9- *This engineering is valid ONLY for trusses manufactured by Systems Plus Lumber Co. * � co. ICC ES Report ESR -1311& ESR 1988 IAS Certified Inspection No. AA -702 Fabrication in compliance with 2013 CBC SECTION 2303.4.2 IBCARC 2012 SECTIONS(2303.4/R802.10roof/R502.11floor) TRUSS ENGINEERING LAYOUT YES 0 NO ❑ .standard Tni-z netnil TitIP Tlrtail B = T-1,,A.A Gable End 85 Wind B 1 Gable End 110 Wind B IA Gable End 110 Wind C 1B Hat Truss over 6/12 2 Hat Truss under 6/12 2B Web Bracing Details 3 ✓ Valley Fill Frames 4 Open Face Jacks 5 Toe nail 6 Bearing Block 3.5 7 Bearing Block 5.5 7A Floor 8 Dbl T/C Notching 9 HVAC 10 Truss Data 11 ✓ Purlin Gable 12 BCSI at www.sbeindustrv.com BCSI-B 1 Summary Sheet at www.sbcindustry.com Systems Plus Job Number 1017089 Date 10/25/2017 Revision(s) Customer Jim Ratekin VICES Project Palermo Burn Job B" REVIEW PDIFORE Location Palermo, CA BY 4� PRIOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND NOTE BCSI-B I SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING NOTE AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES �Q MiTek° MiTek USA, Inc. 7777 Greenback Lane Suite 109 • Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: 1017089 Fax 916/676-1909 Palermo Burn Job v The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber. Pages or sheets covered by this seal: R52100674 thru R52100675 My license renewal date for the state of California is March 31, 2018. OQ�yOFESS/pN T EOpOco s Fy - C3C 75435 0 rn LU LU* cc: rn EXP. 03/31/2018 s'TgJ CIVIC. 1F0� October 25,2017 Teodosescu, Eduard IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI TPI -1, Chapter 2. SYSTEMS PLUS LUMBER CO. / 1800 S. BARNEY ROAD / ANDERSON, CA 96007 (530)378-6800 / FAX (530)365-5903 TRUSS DATA SHEET APPROVALS: -OBTAIN ALL NECESSARY CODE COMPLIANCE, BUILDING DEPARTMENT APPROVALS, AND RECOMMENDATIONS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING TRUSS DESIGN. -CONNECTION OF THE ROOF SYSTEM TO THE BUILDING FOR VERTICAL & LATERAL LOADS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ENGINEER. -SYSTEMS PLUS IS APPROVING ONLY THE STRUCTURAL DESIGN OF EACH TRUSS BASED ON INFORMATION RECEIVED FROM THE CUSTOMER AND SHOWN ON THE ENGINEERED TRUSS DRAWING. SIGNED AND SEALED DRAWINGS BASED ON THE PROVIDED DATA ARE FURNISHED BY SYSTEMS PLUS LUMBER CO. THIS ENGINEERING IS VALID ONLY FOR TRUSSES MANUFACTURED BY SYSTEMS PLUS LUMBER CO. HANDLING & ERECTION: -CARELESS HANDLING OF TRUSSES SHALL NOT BE PERMITTED. -INSTALL TRUSSES VERTICALLY AT DESIGN BEARING POINTS, CORRECT SIDE UP, AT CORRECT SPACING AND PROPERLY BRACED. -NO LOADS SHOULD BE APPLIED TO THE TRUSSES UNTIL AFTER ALL BRACING AND CONNECTIONS ARE COMPLETED. -DO NOT PERMIT LOADS GREATER THAN DESIGN LOADS TO BE PLACED ON THE TRUSSES. -READ & APPLY THE RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-Bl SUMMARY SHEET). METAL CONNECTOR PLATES: -CONNECTOR PLATES ARE MANUFACTURED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE SPECIFICATIONS. -PLATES MUST BE INSTALLED ON BOTH FACES OF THE LUMBER WITH TEETH FULLY EMBEDDED. -REQUIRED PLATE SIZES, GAUGE AND DESIGN VALUES ARE SHOWN ON THE TRUSS DRAWING. -POSITION PLATES SYMMETRICALLY AT JOINTS, UNLESS OTHER DIMENSIONS ARE SPECIFIED. LUMBER: -THE LUMBER USED FOR TRUSS FABRICATION MUST COMPLY WITH THE SPECIFICATIONS OF AN APPROVED INSPECTION BUREAU AND MUST BE OF THE SIZE AND SPECIES SHOWN ON THE TRUSS DRAWINGS AND BE EQUAL TO OR BETTER THAN THE GRADE SPECIFIED. BRACING: -REVIEW THE TRUSS ENGINEERING DRAWINGS FOR ANY LATERAL BRACING REQUIRED FOR INDIVIDUAL WEB MEMBERS. LATERAL BRACING OF INDIVIDUAL WEB MEMBERS SHALL BE PLACED PER STANDARD DETAIL #3 (MII/SAC51 & MII/SAC-23). -RESTRAINT OF LATERAL BRACING AND ADDITIONAL BRACING FOR THE COMPLETE STRUCTURE IS TO BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER. -READ AND APPLY THE RECOMMENDATIONS FOR TEMPORARY AND PERMANENT BRACING OF WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-Bl SUMMARY SHEET). -BOTTOM CHORD BRACING SHALL BE INSTALLED PER THE TRUSS ENGINEERING DRAWING BUT IS NEVER TO EXCEED 10'-0" O.C. WITHOUT A SPECIFIC ENGINEERED DESIGN. NO CUTTING, DRILLING, NOTCHING, OR TRIMMING OF ANY TRUSS MEMBER IS PERMITTED. MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE uu a�aaa 0 00 0 00 L=1:1 MiTek USA, Inc. UR MiTek USA, Inc. Paqe 1 of 1 BRACE MAXIMUM TRUSS WEB FORCE (Ibs.)(See note 7) BAY SIZE 24"O.C. 48"O.C. 72" O.C. BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE. A B C D A B C D C D 101-0" 1610 1 886 1 886 2829 AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2.8d (0.131'4.51 FOR 1x4 BRACES, 2-10d (0.131'x 3) FOR 24 and 2x4 BRACES, AND 3-10d (0.131')G') FOR 2x8 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2.8d (0.131'X2.5' NAILS FOR 1x4 LATERAL BRACES, B 2 X 3 #3, STD, CONST ' (SPF, DF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. S. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT 12'-0° 1342 1572 1572 2358'°' 3143 3143 4715 n 4715 7074 14-0 1150 1347 1347 2021 2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 8. TABULATED VALUES ARE BASED ON A DOL. =1.15 -r• :'.>' 2358 2358 3536 16'-0° 1006 1179 1179 1768 " 18'-0° 894 1048 1048 1572 3143 4715 20'-0" 805 943 943 1414 1886 1886 2829 Bay size shall be measured in between the centers of pairs of diagonals. TYPE BRACING MATERIALS GENERAL NOTES I. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF ANDIOR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL. 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE. A -OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE MATERIAL, AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 1 X 4 #2 SRB (DF, HF, SPF) AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2.8d (0.131'4.51 FOR 1x4 BRACES, 2-10d (0.131'x 3) FOR 24 and 2x4 BRACES, AND 3-10d (0.131')G') FOR 2x8 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2.8d (0.131'X2.5' NAILS FOR 1x4 LATERAL BRACES, B 2 X 3 #3, STD, CONST 2.104 (0.131'4') NAILS FOR 24 and 2x4 LATERAL BRACES, AND 3.10d (0.131'KGj FOR 2x8 LATERAL BRACES. (SPF, DF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. S. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT C 2 X 4 #3, STD, CONST (SPF, DF, HF, OR SP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. w xbcindusby.com and —.1pinsl.org D 2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 8. TABULATED VALUES ARE BASED ON A DOL. =1.15 FOR STABILIZERS: FOR A SPACING OF 24' O.C. ONLY, MITEK'STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, B, C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE-STABIUZER- TRUSS BRACING INSTALLATInN n11nF Akin PPnn1 IrT RPFrMrATI— TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) March 4, 2013 T -BRACE / I -BRACE DETAIL ST - T -BRACE =00 0 00 0 00 a MiTek USA, Inc. Note: T -Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T -Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T -Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern . T -Brace size Nail Size Nail Spacing 1x4 or 1x6 10d 8" o.c. 2x4 or 2x6 or 2x8 16d 8' o.c. Note: Nail along entire length of T -Brace / I -Brace (On Two -Ply's Nail to Both Plies) WE Nails Nails Web I -Brace Nails Nails MiTek USA, Inc. Page 1 of 1 T -Brace / I -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, 1 x4 or 1 x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X_ bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with 1 X_ bracing material, use IND 55 for T-Brace/I Brace Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1x4 (') T -Brace 1x4 (') I -Brace 2x6 1x6 (') T -Brace 2x6 I -Brace 2x8 2x8 T -Brace 2x81 -Brace T -Brace / I -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, 1 x4 or 1 x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X_ bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with 1 X_ bracing material, use IND 55 for T-Brace/I Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T -Brace 2x4 I -Brace 2x6 2x6 T -Brace 2x61 -Brace 2x8 2x8 T -Brace 2x81 -Brace T -Brace / I -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, 1 x4 or 1 x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X_ bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with 1 X_ bracing material, use IND 55 for T-Brace/I Brace JANUARY 1, 2009 L -BRACE DETAIL ST - L -BRACE � I ® MiTek USA, Inc. Page 1 of 1 baa . oo o0 a . MiTek USA, Inc. Nailing Pattern L -Brace size Nail Size Nail Spacing 1x4 or 6 10d 8" o.c. 2x4, 6, or 8 16d 8" o.c. Note: Nail along entire length of L -Brace (On Two -Ply's Nail to Both Plies) WEB Nails t Note: L -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 90% of web length. 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. Nails • � Section Detail , E L -Brace Web a L -Brace must be same species grade (or better) as web member. . L -Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1x4 **• 2x6 1x6 2x8 2x8 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. Nails • � Section Detail , E L -Brace Web a L -Brace must be same species grade (or better) as web member. . DIRECT SUBSTITUTION NOT APLICABLE. SPACING k , k k L -Brace Size for Two -Ply Truss f L -BRACE . Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 •** 2x6 2x6 2x8 2x8 DIRECT SUBSTITUTION NOT APLICABLE. Nails • � Section Detail , E L -Brace Web a L -Brace must be same species grade (or better) as web member. . JANUARY 1, 2009 SCAB -BRACE DETAIL ST - SCAB -BRACE =00MiTek USA, Inc. Page 1 of 1 Note: Scab -Bracing to be used when continuous r �C lateral bracing at midpoint (or T -Brace) is impractical. Scab must cover full length of web +/- 6". MiTek USA, Inc. THIS DETAIL IS NOT APLICABLE WHEN BRACING IS REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x_ SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3" X 0.131 ") NAILS SPACED 6" O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH = 12'-0" SCAB BRACE 2x4 MINIMUM WEB SIZE MINIMUM WEB GRADE OF #3 Nails / Section Detail ®< Scab -Brace Web Scab -Brace must be same species grade (or better) as web member. ary@ghachico.com From: Jessica Hawkins <JHawkins@ghachico.com> Sent: Wednesday, October 25, 2017 1:21 PM To: Gary Hawkins Subject: Fw: 984 East Ave., Suite B-2 Jessica Hawkins Gary Hawkins Architect 3045 Ceres Avenue, Suite 135 Chico, CA 95973 (530) 892-2700, ext. 201 jhawkins@ghachico.com From: Rich Giacone Sent: Wednesday, October 25, 2017 10:10 AM To: Jessica Hawkins - Subject: Re: 984 East Ave., Suite B-2 Info for my wife Ying Cui 100 Sterling Oaks Drive Apt # 257 Chico, Ca 95928 Sent from my Whone ' On Oct 24, 2017, at 3:08 PM, Jessica Hawkins <JHawkins@ghachico.com> wrote: Hello, Attached is our proposal for your commercial infill at 984 East Avenue, Suite B-2. To retain our services, please sign and return with the requested retainer specified on page 2 at your, earliest convenience. If you have any questions, please let us know. We look forward to hearing from you. Thank you, Jessica Hawkins Gary Hawkins Architect 3045 Ceres Avenue, Suite 135 Chico, CA 95973 (530) 892-2700, ext. 201 - ihawkins@ghachico.com <17-101 Gaicone.pdf> <Retainer# 1031943.pdf> •aiermo tsurn 017089 ROOF TRUSS LAYOUT SCALE: NTS Job Truss Truss Type pry, Ply Palermo Bum Job 1017089 T01 GABLE 2 1 R52100674 cvCTcuc of I rc r W-- nn (loc) I/deft Ud Job efe ce (optional -- -- -- – — v. r 00 a aop 10 c0 If 1011 ex meusUrea, Inc. I Ue UCt 24 13:"21'54 2017 Pagel ID:xJZ3pwjUspSfBRrOCN2u8jyQELM-CdS2nAcTW3dhIEQv jOuHclMYgsWIO(_Dsk5KDx5yQBWx 2� 12-0-0 24-M 26-0 0 2-0-0 12-00 1200 2-00 Scale = 1:44.9 3x4 = 8 9 10 11 12 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4X0 5x6 aI� LOADING (psf) -- Design valid for use only with MiTek® Connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall TCLL 30.0 SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP (Roof Snow=3 Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.01 19 n/r 120 MT20 220/195 10) BCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) 0.00 19 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 18 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -SH Wei 0 Weight 118 Ib FT = 20 /o LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS. All bearings 24-0-0. Installation guide. (Ib) - Max Horz 2=19(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) 20, 21, 22, 23, 24, 25, 33, 32, 31, 30, 29, 28 except 2=170(LC 6), 18=173(LC 7) Max Grav All reactions 250 Ib or less atjoint(s) 27, 26, 21, 22, 23, 24, 25, 32, 31, 30, 29, 28 except 2=441(LC 10), 20=341(LC 15), 33=341 (LC 14), 18=442(LC 10) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 17-20=262/104, 3-33=262/104 NOTES- (13) 1) Wind: ASCE 7=10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat II; Exp C; enclosed; C -C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf-30.0 psi (flat roof snow); Category 11; Exp C; Partially Exp.; Ct-- 1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 20, 21, 22, 23, 24, 25, 33, 32, 31, 30, 29, 28 except (it --lb) 2=170, 18=173. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1EOG ZLul Os�F2� WPC 75435 �C: Tin 1 * EXP. 03/31/2018 * October 25,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TFJt REFERENCE PAGE M147473 rev. 10/03/2015 BEFORE USB -- Design valid for use only with MiTek® Connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIl Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 7777 Greenback lane Suite 109 Citrus Heights, CA 9561 Job Truss Truss Type Qty Pty Palermo Bum Job 1017089 T02 Common 17 1 R52100875 Job Reference (optional - ---------• ----- ---• -• o.iovaOUP racuv mnexmausmes,Inc. IusUctZ413:21:542017 Pagel I D:xJZ3pwjUspSfBRrQCN2u8jyQ ELM-CdS2nAcTW3dhlEQwjOuHcIMXFsRgXv3sk5KDx5yQBWx -2 O O 6A-14 12-0.0 17-7-2 24-0.0 26-0-0 2 0 0 6-0-14 5-7-2 5-7-2 6A-14 2-0-0 Scale = 1:44.9 4x5 = 4 3x6 = 3x5 = 3x4 = 3x5 = 3x6 = B-3-4 75-8 B-3-4 Plate Offsets (X.Y)- 1`270-0-6.Edael r6:0-0-6.Edcel / LOADING (psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=3 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.14 8-10 >999 240 MT20 220/195 10) TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.38 8-16 >761 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.09 . 6 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix - Weight 94 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS Installation guide. (Ib/size) 2=1360/0-3-8, 6=1360/0-3-8 Max Horz '2=20(LC 7) Max Uplift 2=-317(LC 6), 6=317(LC 7) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. . TOP CHORD 2-3=2825/506, 34=2480/441, 4-5=2480/441, 5-0=2825/506 BOT CHORD 2-10=-379/2639, 8-10=199/1765, 6-8-398/2639 WEBS 4-8=86/862, 5-8=643/207,4-10=86/862, 3-10=-643/207 NOTES- (9) 1) Wind: ASCE 7-10; Vult-110mph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; Cat ll; Exp C; enclosed; C -C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct-- 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except at --lb) 2=317, 6=317. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. October 25,2017 AWARNING - VaMy design Parameters and READ NOTES ON THIS AND INCLUDED WTEI( REFERENCE PAGE NII.7477 rev. 10/0112015 BEFORE USE Design valid for uae only with Mfrek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• e truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Brecng indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-69 and BCSI Building Component 7777 Greenback Lane Safety Information available from Trues Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Surae 109 Citrus Heights, CA 95610 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-1 16 4 x 2 orientation, locate Numbering System 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS c11-2 c2-3 WEBS ofi, �, p0 3:'O H a O4. OFor LN A General Safety Notes Failure' to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Provide copies of this truss design to the building designer, erection supervisor, property owner and C7-8ce � plates 0- 114 from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from Plate location details available in MITek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate width measured perpendicular 4 x 4 ESR -1311, ESR -1352, ESR1988 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the in all respects, equal to or better than that specified. by text in the bracing section of the truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral drapes at sparing, BEARING established by others. or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �0 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone Design Standard for Bracing. is not sufficient. sufficient.DSB-89: BCSI: Building Component Safety Information, MiTek ® 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Report Prepared by: Donna Wallace Donna Wallace , 399 E. 9th Avenue Chico, CA 95926 530-893-4982 PERMIT # 43/ 2 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE - ---- BY� Job Number: 17-091 Date: 10/27/2017 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2016 Building Energy Efficiency Standards. This program developed by EnergySoft Software — www.energysoft.com. BUILDING ENERGY ANALYSIS REPORT BUTTE COUMT OCT 34 2017 PROJECT: DEVELOPMENT SERVICES Sharina Tyler Remodel 7040 Fulton Avenue Palermo, CA 95928 Project Designer: f Gary Hawkins Architect 3045 Ceres Avenue, Suite 135 Chico, California 95973 (530) 892-2700 - Report Prepared by: Donna Wallace Donna Wallace , 399 E. 9th Avenue Chico, CA 95926 530-893-4982 PERMIT # 43/ 2 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE - ---- BY� Job Number: 17-091 Date: 10/27/2017 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2016 Building Energy Efficiency Standards. This program developed by EnergySoft Software — www.energysoft.com. STATE OF CALIFORNIA Prescriptive Residential Alterations That Do Not Require HERS Field Verification 41r CEC-CFIR-ALT-05-E (Revised 04/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CFIR-ALT-05-E Prescriptive Residential Alterations That Do Not Require HERS Field Verification Pagel of 5 Project Name: Sharina Tyler Remodel Date Prepared: -10/27/2017 This compliance document is only applicable to with a HERS Provider Data Registry. not require HERS verification for compliance. When HERS verification is required, a CF1R-ALT-01 shall first be registered Alterations to Space Conditioning Systems that are exempt from HERS verification requirements may use the CFIR-ALT-05 and CF2R- ALT -05 Compliance Documents. Possible exemptions from duct leakage testing include: less than 40 ft of ducts were added or replaced; or the existing duct system was insulated with asbestos; or the existing duct system was previously tested and passed by a HERS Rater. If space conditioning systems are altered and are not exempt from HERS verification, then a CFIR-ALT-02 must be completed and registered with a HERS Provider Data Registry. Alterations that utilize close Cell Spray Polyurethane Foam (ccSPF) with a density of 1.5 to less than 2.5 pounds per cubic foot having an R -value other than 5.8 per inch, or Open Cell Spray Polyurethane Foam (ocSPF) with a density of 0.4 to less than 1.5 pounds per cubic foot having on R -value of 3.6 per inch, shall complete and register a CFIR-ALT-01 with a HERS Provider Data Registry. If more than one person has responsibility for installation of the items on this certificate, each person shall prepare and sign a certificate applicable to the portion of construction for which they are responsible. Alternatively, the person with chief responsibility for construction shall prepare and sign this certificate for the entire construction. All applicable Mandatory Measures shall be met. Temporary labels shall not be removed before verification by the building inspector. A. General Information 01 Project Name: Sharina Tyler Remodel 02 Date Prepared: 10/27/2017 03 Project Location: 7040 Fulton Avenue 04 Building Front Orientation (deg or cardinal): East (102 degrees) 05 CA City: Palermo. 06 Number of Altered Dwelling Units: 1 07 Zip Code: 95968 08 Fuel Type: Natural Gas 09 Climate Zone: 11 10 Total Conditioned Floor Area (ft): 1665 11 Building Type: Single Family 12 Slab Area (ft) 0 13 Project Scope (Select all that apply): �✓ B. Insulation D. & E. Fenestration/Glazing -ADD R✓ C. Roof Replacement ❑✓ D. & F. Fenestration/Glazing - REPLACE F✓ G. Space Conditioning System (Heating, Cooling, Duct system) [J H. Water Heating System CA Building Energy Efficiency Standards - 2016 Residential Compliance April 2016 STATE OF CALIFORNIA ' -Prescriptive Residential Alterations That DoNotRequire HERS Field Verification ti. B. Building Insulation Details (Section 150.2(b)1) , - •' ' � ' - r • 01 02 03. 04 ' 05 06 '07 • • 08 09 10 ¢ .. ° ' 11 ` • Proposed Minimum Required Proposed • r Required ' _. R -valued + - - Appendix 'r CRRC Product ID Deck'' ` 'Initial Solar Aged Solar, Continuous SRI JA4 Reference Thermal -'SRI Compliance Roof Pitch Frame Frame -,Jrame Cavity Insulation Reflectance Emittance (Optional) Reflectance Emittance (Optional) ' Tag/ID Assembly Type Type Depth (in) Spacing (in) R -value R -value LI -factor Table Cell U -Factor , Comments - Wall Wall Wood 2x4 16 inch OC 13 area covered photovoltaic panels and solar thermal panels are exempt above requirements. 0.102 4.3.1 3A 0.102 Fire -Damaged Walls Roof - Roof Wood 2x4 24 inch OC 19 0.048 4.2.1 A16 0.054 Fire -Damaged Roof Add Row Delete�Row C. Roof Replacement (Prescriptive Alteration, Section 150.2(b)1H) 01 '02 ,' 03 04 05 06 07 08• 09• 10 11 12 13 - Proposed Minimum Required -- _. R -valued + - Method of 'r CRRC Product ID Deck'' ` 'Initial Solar Aged Solar, 'Thermal SRI Aged Solar., Thermal -'SRI Compliance Roof Pitch Exception Number I `Product Type I Insulation I Reflectance Reflectance Emittance (Optional) Reflectance Emittance (Optional) ' See Below Add Row" - -Delete Row. NOTES: - Roof by building integrated from the Cool Roof r area covered photovoltaic panels and solar thermal panels are exempt above requirements. ". • Liquid field applied coatings must comply with installation criteria from section 110.8(i)4. s I - - - 4 C. Roof Notes:_ 1) Replaced roof sheathing over conditioned spaces must.have a radiant barrier. _ r' 2) ;Less than 50% of the roof surface will be replaced. Therefore,ACRRC roofing'is not required. _ Reference: 2016 Residential Compliance Manual, Table 9-5. CA Building Energy Efficiency Standards - 2016 Residential Compliance April 2016 = STATE OF CALIFORNIA Prescriptive Residential Alterations That Do Not Require HERS Field Verification CEC-CF1 R -ALT -05-E Revised 04/16 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ALT-05-E Prescriptive Residential Alterations That Do Not Require HERS Field Verification Page 3 of 5 Project Name: Sharina Tyler Remodel Date Prepared: 10/27/2017 D. Fenestration/Glazing Allowed Areas and Efficiencies (Section 150.2(b)1) 01 02 03 04 05 06 07 Maximum Allowed Maximum Allowed Existing Existing West- Maximum Maximum 02 03 04 05 Fenestration for West -Facing Fenestration for Facing Allowed U- Allowed U- Maximum Maximum 14 Alteration All Orientations Fenestration Area All Orientations Fenestration Factor Factor Allowed SHGC Allowed SHGC Source Type (ftZ) Only (ftz) (ftz) Area (ftZ) (Windows) (Skylights) (Windows) (Skylights) Comments Replacing 4 333 83.3 210.6 79.3 0.32 0.25 M. Bath U -factor and SHGC apply to new windows. Windows no West 4 4 0 0.32 NFRC 0.25 NFRC F. Fenestration/Glazing Proposed Areas and Efficiencies - Replace (Section 150.2(b)1B) 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Tag/ID Fenestration Type Frame Type Dynamic Glazing Orientation (N, S, W, E) Area Removed (ftZ) Area Added(ft') Net Added Area (ftZ) U -factor Source SHGC Source Exterior Shading Device Combined SHGC from CF1R-ENV-03 BR 4 4040 Non-metal no East 161 16 0 0.32 NFRC 0.25 NFRC M. Bath 2020 Non-metal no West 4 4 0 0.32 NFRC 0.25 NFRC M. BR 6040 Non-metal no West 42 24, <18> 0.32 NFRC 0.25 NFRC M. MR 6040 Non-metal no North 6 24 18 0.32 NFRC 0.25 NFRC Add Row Delete Row 15 Net Added West -facing Fenestration Area <18> 16 Is Net Added Fenestration Area 5 for west -facing fenestration? ® Yes C No 17 Net Added Fenestration Area (all orientations) 0 18 Is Net Added Fenestration Area 5 0 for all orientations? (1111111 Yes ri No 19 Proposed Fenestration U -factor (Windows) 0.32 20 Required Fenestration U -factor (Windows) 0.32 21 Is the proposed Fenestration U -factor 5 the Required Fenestration U -factor? ® Yes Cj No 22 Proposed Fenestration SHGC (Windows) 0.25 23 Required Fenestration SHGC (Windows) 0.25 24 Is the Proposed Fenestration SHGC:5 the Required Fenestration SHGC? 4 Yes r No CA Building Energy Efficiency Standards - 2016 Residential Compliance April 2016 STATE OF CALIFORNIA Prescriptive Residential Alterations That Do Not Require HERS Field Verification CEC-CF1 R -ALT -05-E (Revised 04/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ALT-05-E Prescriptive Residential Alterations That Do Not Require HERS Field Verification Page 4 of 5 Project Name: Sharina Tyler Remodel Date Prepared: 10/27/2017 25 Proposed Fenestration U -factor (Skylights) 26 Required Fenestration U -factor (Skylights) 27 Is the proposed Fenestration U -factor 5 the Required Fenestration U -factor? 0 Yes C No 28 Proposed Fenestration SHGC 29 Required Fenestration SHGC 30 Is the Proposed Fenestration SHGC 5 the Required Fenestration SHGC? 0 Yes C) No G. Space Conditioning (SC) Systems - Heating/Cooling (Prescriptive Section 150.2(b)) Alterations to Space Conditioning Systems shall be exempt from HERS verification requirements as prerequisite for use of the MR -ADD -02 and CF2R-ADD-02 Compliance Documents. If new space conditioning systems are installed or existing systems are altered and are not exempt from HERS verification, then a CF1R-ADD-01 shall be completed and registered with a HERS Provider Data Registry. In each row below for each dwelling unit in the building, check the box that indicates the exemption from HERS verification compliance: ❑ a: space conditioning system was not altered; ❑ b: less than 40 ft of ducts were added or replaced; ❑ c: (exempt from duct leakage testing) if: the existing duct system was insulated with asbestos; ❑ d: (exempt from duct leakage testing) if: the existing duct system was previously tested and passed by a HERS Rater. 01 02 03 04 Dwelling Unit Name SC System Identification or Name SC System Location or Area Served Exemption from HERS Verification Existing Residence New Wall Furnace Existing Residence a. b. c. d. Add Row Delete Row CA Building Energy Efficiency Standards - 2016 Residential Compliance April 2016 STATE OF CALIFORNIA Prescriptive Residential Alterations That Do Not Require HERS Field Verification CEC-CF1 R-ALT-05-E Revised 04/16 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ALT-05-E 1. Prescriptive Residential Alterations That Do Not Require HERS Field Verification Page 5 of YfOfeC"aae: Sharina Tyler Remodel I uacerreparea: 10/27/2017 I DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Donna Wallace Documentation Author Signature: vi, Company: Signature Date: 10/27/2017 Address: 399 E. 9th Avenue CEA/ HERS Certification Identification (if applicable): City/State/Zip: Chico, CA 95926 Phone: 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is.true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. That the energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for thepyilding, and made available to the enforcement agency for all applicable inspections. I understand that a registered copy of this Certificate of Compliance is required to be included with thecumentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Gary Hawkins Company: Date Signed: Gary Hawkins Architect 10/27/2017 Address: 3045 Ceres Avenue, Suite 135 License: City/State/Zip: Phone: Chico, CA 95973 530-892-2700 For assistance or questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300. CA Building Energy Efficiency Standards - 2016 Residential Compliance April 2016 r . 2016 Low -Rise Residential Mandatory Measures Summary Y NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. 'Exceptions may apply. iA (Original 08/2016) < Building Envelope Measures: § 110.6(a)l: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm/ft2 or less when tested per NFRC400 or ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011.' § 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of § 10-111(a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U -factors and solar heat gain coefficient (SHGC) values from TABLES 110.6-A and 110.6-B for compliance and must be caulked and/or weatherstri ed.' § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, asketed or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) when the installation of a cool roof is specified on the CF1 R. § 110.80): Radiant Barrier. A radiant barrier must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average U -factor must not exceed 0.043. Minimum R-19 or weighted average U -factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling.* § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R -value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or U -factor of 0.074 or § 150.0(c): less). Opaque non -framed assemblies must have an overall assembly U -factor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assembly.* § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U -factor.' § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have a water vapor permeance no greater than 2.0 permAnch; be protected from physical damage and UV light deterioration; and when installed as pad of a heated slab floor, meet the requirements of § 110.8(g). § 150.0(8)1: Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawls ace for buildings complying with the exception to § 150.0(d). § 150.0(8)2: Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics and unvented attics with air -permeable insulation. 150.0 § (q)' Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U -factor of 0.58; or the weighted average U -factor of all fenestration must not exceed 0.58' Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150.0(e)1A: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)l B: Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible operable, and tight -fitting damper or combustion -air control device.' § 150.0(e)lC: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.' § 150.0(e)2: Pilot Light Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating, and Plumbing System Measures: § 110.0-§ 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the Energy Commission.' § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110.2-A through TABLE 110.2-K.' Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters § 110.2(b): - must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the' " cut -on temperature for compression heating is higher than the cut -on temperature for supplementaryheatin , and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating.* § 110.2(c): Thermostats. All unitary heating or cooling systems not controlled by a central energy management control system (EMCS) must have a - setback thermostat.' Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must § 110.3(c)5: 1 meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU/hr (2 kW) must have isolation valves with hose bibbs or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushing when the valves are closed. § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (appli- ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool ands a heaters.' Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment § 150.0(h)l: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual; or ACCA -: Manual J using desi n conditions specified in § 150.0(h)2. 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(h)3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any dryer vent. § 150.0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by manufacturers instructions. § 150.00)1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a § 150.00)2A: nominal diameter of 314 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; piping from the heating source to storage tank or between tanks; piping buried below grade; and all hot water pipes from the heating source to kitchen fixtures.' § 150.00)2B: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve.' § 150.00)2C: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.00)2A. Distribution piping for steam and h dronic heating systems or hot waters stems must meet the requirements in TABLE 120.3-A.' § 150.00)3: Insulation Protection. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. . 11 Insulation Protection. Insulation exposed to weather must be installed with a cover suitable for outdoor service. For example, protected by § 150.00)3A: aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can cause degradation of the material. § 150.00)3B: Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a Class I or Class II vapor retarder. Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following: a § 150.0(n)l: 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation SRCC or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: § 110.8(d)3: Duds. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a_ contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC ' §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSIISMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or a minimum installed level of R-0.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing § 150.0(m)l: (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than Y< inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area of the ducts.' Factory -Fabricated Dud Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, § 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3: Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, . mastics sealants and other requirements specified for duct construction. § 150.0(m)7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, _ manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and § 150.0(m)9: wind. Insulation exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. V § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the inner core and outer vapor barrier. _ Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)l 1: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with § 150.0(m)l 1 and Reference Residential Appendix RA3. Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency,, pressure drop, and labeling requirements of § 150.0(m)12. • x T t.' 2016 Low -Rise Residential Mandatory Measures Summary Duct System Sizing and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the § 150.0(m)13: supply plenum. The space conditioning system must also demonstrate airflow z 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone for zonally controlled central forced airs stems.' Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor §150.0(0): continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing whole -building ventilation. § 150.0(o)1A: Field Verification and Diagnostic Testing. Whole -building ventilation airflow must be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RAV.Pool and Spa Systems and Equipment Measures: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency §11 . 0.4(a): that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating.' § 110.4(b)1: Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. 150.0 § (p)' Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves.' Lighting Measures: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9.' § 110.9(e): JA8 High Efficacy Light Sources. To qualify as a JA8 high efficacy light source for compliance with § 150.0(k), a residential light source must be certified to the Energy Commission according to Reference Joint Appendix JA8. § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or § 150.0(k)1 B: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or - fan speed control. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) § 150.0(k)1 C: labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1 C. A JA8-2016-E light source rated for ? elevated temperature must be installed by final inspection in all recessed downli ht luminaires in ceilings. § 150.0(k)1 D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no § 150.0(k)1 E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § 130.0(c). Night lights do not need to be controlled b vacanc sensors. § 150.0(k)1 F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet thea licable re uirements of 150.0 k .' Screw based luminaires. Screw based luminaires must not be recessed downlight luminaires in ceilings and must contain lamps that comply § 150.0(k)1G: with Reference Joint Appendix JA8. Installed lamps must be marked with °JA8-2016' or'JA8-2016-E" as specified in Reference Joint Appendix JA8.' § 150.0(k)1 H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with °JA8-2016-E.° § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. - § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems.' § 150.0(k)2C: Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. § 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with - 150.0(k). § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. , Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it: § 150.0(k)2G: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § 130.5(f); and meets all other requirements in § 150.0(k)2. Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the § 150.0(k)2H: following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5(f); and all other requirements in § 150.0(k)2. Pi 0.0(k)21: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it rovides the functionality of a dimmer according to § 110.9 and complies with all other applicable requirements in § 150.0(k)2. 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(k)2J: Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by a vacancy sensor. § 150.0(k)2K: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Appendix JA8 except luminaires in closets less than 70 square feet and luminaires in hallways.* § 150.0(k)2L: ' Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other § 150.0(k)3A: buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item § 150.0(k)3Aii (photocell and motion sensor) or item § 150.0(k)3Aiii (photo control and automatic time switch control, astronomical time clock, or EMCS. Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, § 150.0(k)3B: and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either 150.0(k)3A or with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by 150.0(k)3B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)3D: Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site must comply with the applicable requirements in §§ 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of ower as determined according to § 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the a licable requirements for nonresidential garages in §§ 110.9, 130.0 130.1, 130.4, 140.6, and 141.0. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior § 150.0(k)6A: common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building must be high efficacy luminaires and controlled by an occupant sensor. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must: § 150.0(k)6B: i. Comply with the applicable requirements in §§ 110.9,130.0, 130.1, 140.6 and 141.0; and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: Single Family Residences. Single family residences located in subdivisions with tenor more single family residences and where the § 110.10(a)1: application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the ., requirements of § 110.10 b through § 110.1Ole). § 110.10(a)2: Low-rise Multi -family Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § 110.10ld). Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local Jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas § 110.10(b)1: greater than 10,000 square feet. For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area.' § 110.10(b)2: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment.' Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone measured in the vertical lane.' § 110.10(b)4:- Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for § 110.10(c): routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); and a pathway for routing of plumbing from the solar zone to the water -heating system. ' § 110.10(d): Documentation. A copy of the construction documents ora comparable document indicating the information from § 110.10(b) through 110.10(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 110.10(e)2: breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or - main circuit location; and permanently marked as "For Future Solar Electric". 4